Summary for Test 2023-12-23-2-6
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 213457 DEA: 11430434 EFIS: 1118000197 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-12.9/14.6,14.9 |
| Award Date | 07/16/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER. |
| Location Description | SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD |
| QA Service Level | 1 (Verified on 06/22/2018) |
Sample Information
| Sample Taken Date | 12/23/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 12/26/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes 6 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 7814-PSU | Linked DIME Sample ID | 2023-12-23-1 |
| The fabricator/manufacturer/facility name | Vulcan Otay | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-37-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-12-23-2
DIME Test ID: 2023-12-23-2-6
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2024-01-05
Test Results
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 01/03/2024
Mass of saturated surface dry sample (before pycnometer) (S): 500.0 grams
Mass of the pycnometer with water and aggregate (C): 994.0 grams
Mass of the pycnometer with water (B): 680.3 grams
Mass of the oven dried sample (before pycnometer) (A): 490.9 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500.0 grams
Mass of the oven dry aggregate (for absorption) (A): 490.9 grams
Test Sample Preparation: 6% Moisture
Bulk specific gravity: 2.635
Bulk specific gravity (SSD Basis): 2.684
Apparent specific gravity: 2.770
Absorption: 1.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/5/2024 ✔